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MC-18-1378 Permit NO. IVIC-348-1378 Miami Shores Village Permit Type:=Mechanical-Residential 10050 N.E.2nd Avenue NE ot r Work Classification:AIC Replacement Miami Shores,FL 33138-0000 Per Permit Status:APPROVED Phone: (305)795 2204 LOR110) issue Date-6/16/2018 Expiration: I V1212018 Project Address Parcel Number Applicant 1020 NE 93 Street 1132050150140 NANCY MIDDLETON Miami Shores, FL Block: Lot: a Owner Information Address Phone Cell J LANE MIDDLETON 1020 NE 93 ST MIAMI FL 33138-2939 Contractor(s) Phone Cell Phone Valuation: $ 5,795.00 C&R AIR CONDITIONING CO 305-685-6394 (954)680-4494 - -- Total Sq Feet: 0 Tons:4 Available Inspections: Additional Info:EXACT REPLACEMENT OF 4 TON PACKAGE Inspection Type: Classification: Residential Final Approved: In Review Review Mechanical Comlments: Date Approved: : In Review Date Denied: Type of Work: Scanning:4 6 Fees Due Amount Pay Date Pay Type Amt Paid Amt Due CCF $3.60 Invoice# MC-5-18-67629 DBPR Fee $3.04 05/23/2018 Credit Card $ 179.50 $50.00 DCA Fee $2.03 Education Surcharge $1.20 05/21/2018 Credit Card $50.00 $0.00 Permit Fee $202.83 Scanning Fee $12.00 Technology Fee $4.80 Total: $229.50 r In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertairiing thereto and in strict conformity with the plans,drawings,statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL,PLUMBING,MECHANICAL,WINDOWS,DOORS,ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate-that all work wi a done in compliance with all applicable laws regulating construction and zoning. Futhermore,I authorize the above-named controtor to do!:�� May 23, 2018 Authorized Signature:Owner / Applicant / Contrac gent Date Building Department Copy May 23, 2018 1 t Inspection Worksheet Miami Shores Village 10050 N.E. 2nd Avenue Miami Shores, FIL , Phone: (305)795-2204 Fax: (305)756-8972 Inspection Number: INSP-304692 Permit Number: MC-5-18-1378 Scheduled Inspection Date: June 05,2018 Permit Type: Mechanical - Residential Inspector: Perez,JanPierre � Inspection Type: Final Owner: MIDDLETON,J LANE Work Classification: A/C,Replacement ; Job Address:1020 NE 93 Street Miami Shores, FL Phone Number i Parcel Number 1132050150140 ' Project: <NONE> } � I Contractor: C&R AIR CONDITIONING CO Phone: 305-685-6394 1 Building Department Comments I , EXACT REPLACEMENT OF 4 TON PACKAGE UNIT Infractio Passed Comments INSPECTOR COMMENTS False i. 1 /v V 1 1 Inspector Comments " , P Passed 1 Failed Correction Needed Re-Inspection a Fee No Additional Inspections can be scheduled until re-inspection fee is paid. June 04,2018 For Inspections please call: (305)7624949 Page 26 of 50 Miami Shores Village c Building Department Y2 2aj� 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 BY: _ Tel:(305)79572204 Fax:(305)756-8972 i INSPECTION LINE PHONE NUMBER:(305)762-4949 ^� FBC 2C01 BUILDING Master Permit No. CJ 13 V PERMIT APPLICATION Sub Permit No. ❑BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP ; nn CONTRACTOR DRAWINGS I JOB ADDRESS: %I O d o tie 9,31 T f City: Miami Shores County: Miami Dade Zip: I Folio/Parcel#: Is the Building Historically Designated:Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE: a OWNER: Name(Fee Simple Titleholder): t. Phone#: 3 OS-- V6..7 a-79 Address: 10 20 E 9 0,11 ( City: State: Zip: 1 Tenant/Lessee Name: Phone#: Email: I CONTRACTOR:Company;Name: C //,E 1` A I r LO inti Co . Phone#: � 016 U6 J99 � i Address: 'tp.W 1 6 -73 T C 44 City: State: �S` Zip: ,3 *�o/j } Qualifier Name: b .eo t Z_' _ C1.1 iryj ) Phone#: I G State Certification or Registration#: C A C-0 2b Lt l`t Certificate of Competency#: DESIGNER:Architect/Engineer: Phone#: Address: City: State: Zip: q OD r Value of Work for this Permit:$ 1 _ Square/Linear Fo age of Work: Type of Work: ❑ Addition ❑ Alteration s ❑ New Repair/ eplace ❑ Demolition Description of Work: &4 cd I 7,?T1_'..fit +. � Ff ti � SYPd .f 1 .l �,';! 'f�r:��,�a Fowl � ,• . Specify colorof color thr'u f Submittal Fee$ "db Permit Fee$ t CF$ CO/CC$ i Scanning Fee$ Radon Fee$ DBPR$ - Notary$ —~ f Technology Fee$ Training/Education Fee$ Double Fee$ Structural Reviews$ Bond$ TOTAL FEE NOW DUE$� (Revised02/24/2014) 41 i' Bonding Company's Name(if applicable) Bonding Company's Address City- `' State Zip Mortgage Lender's Name(if pplicable) Mortgage Lender's Address City State Zip Application is hereby made�o obtain aermit to do the work and installations as indicated. I certify fy that no work or installation has commenced prior to the isLance of a permit and that all work will be performed'to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS,HEATE S,TANKS,AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating co istruction and zoning. t "3 "WARNING TO OW ER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCILNG, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE-OF COMMENCEMENT." F + .4— ; Notice to Applicant: As a condition to the issuance of a building permit with on estimated value exceeding$2500, the applicant must promise in good faith that alcopy of the notice of commencement anii construction lien low brochure will be delivered to the person whose property is subject to attachment. Also,a certified copy of the`recorded notice of commencement must be posted at the job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. s Signature Signature • I r ,. OW ER or AGENT }` ONTRACTO The foregoing instrument was acknowledged before me this The foregoing instrument was acknowledged before me this I �1 dayof 20 I by day,of� G 20 y by AJ X KJ ho i ersonally known to YC 6 b er- ^ - �1 . C k f'q lT who i ersonally known 0 me or who has produced as me'or who has produced as identification and who did take an oath. identification and who did take an oath. NOTARY PUBLIC: NOTARY PUBLIC: Sign: Sign: Print: Joy^ C I r9PZ Print: -Joh _.T Lwfig �tiJANET KRANZ Seal: ;:$1M' JANET KRANZ Seal: = Commission#FF 197298 *: s 00mmission#FF 197298 '* - E Pires May 9,2019 _ ?a=-Expires May 9,2018 ,, ilNu Troy fit Mwma 900 0!b 1o1i '' Is.—d rw v troy Fein Inviam 8004 7G1D t��k7+k�k' APPROVED BY !/ v Pla(nC/sem/E)xaminer Zoning Structural Review Clerk (Revised02/24/2014) i Ali t 4 i r. ,sNo 19 0 Miami Shores Village Building Department ••ll nJ_ u���M 10050 N.E.2nd Avenue L d Miami Shores, Florida 33138 tico� pLORI(Dp Tel: (305)795.2204 Fax:(305)756.8972 AIR CONDITIONING REPLACEMENT DATA PERMIT NUMBER: MC This form must accompany ALL air conditioning replacement permit applications. Each unit change"out must be on its own data sheet. Multiple units on single sheets are not acceptable. Job Address(where the work is being done): ) p ad Me 9OST City: Miami Shores Village County: Miami Dade Zip Code: r ALL CONDENSING UNITS MUST BE ON A 4 INCH SOLID CONCRETE SLAB I ALL UNITS MUST COMPLY WITH F.E.M.A MINIMUM FLOOD ELEVATION A COPY OF THE CONTRACT IS REQUIRED WITH ALL SUBMITALS ' AHRI DATA SHEET REQUIRED j I Change disconnecting means:YES NO❑ ARHI Sheet Attached:YES ❑ NO❑ Contract Attached:YES ❑ UNIT BEING REPLACED DATA NEW YNIT MANUFACTURER 5 J Q 4 AHU or PKG. UNIT MODEL# r A Li tj A 0 t{ COND. UNIT MODEL# KW HEAT NOM TONS AHU CU PKG 1)M.C.A AHU CU PKG Lj 1.3 AHU CU PKG 2)M.O.P AHU CU _PKG AHU CU PKG 3)VOLTS 2 Q 1 FH AHU CU PKG PKG UNIT / / PKG UNIT EER/SEER 14 YES NO REPLACING DUCTS YES YES NO REPLACING THERMOSTAT &ENO YES NO NEW 4"CONCRETE SLAB YES 0 ` YES NO NEW ROOF STAND YES YES NO NEW RETURN PLENUM BOX YES 1. Minimum Circuit Ampacity(Wire Size). 2. Maximum Overcurrent Protection (Fuse//Breaker Size): 3. Voltage of Circuit (208/ 40 80): ` i +� �- y d 4. Size Disconnecting Means: (�6 /� Cond. Contractor's Company Name: C t R A I r Co Ptd. Co . Phone: 0�Ip�O Sb 17�Ll State CertificaRegi rat* No. C A ©2 69 i y Certificate of Competency No. Signature Date: ualifie ig ture) I . (Revised02/24/2014) r r ?Property Search Application - Miami-Dade County Page 1 of 1 + OF THE PROPERTY APPRAISER Summary Report Generated On :5/21/2018 Property Information Folio: 11-3205-015-0140 t r 1020 NE 93 ST Property Address: Miami Shores,FL 33138-2939 Owner J LANE MIDDLETON III&W,NANCY� Mailing Address 1020 NE 93 ST MIAMI, FL 33138-2939 PA Primary Zone 1400 SGL FAMILY-3001-3250 SQ Primary Land Use 0101 RESIDENTIAL-SINGLE ^� FAMILY: 1 UNIT Beds/Baths I Half 3/2/0 R _ g Floors 1 Living Units 1 Actual Area 2,319 Sq.Ft Living Area 1,978 Sq.Ft s rd Adjusted Area 2,136 Sq.Ft Taxable Value Information Lot Size 10,062.5 Sq.Ft 2017 2016 2015 i Year Built 1951 County Assessment Information Exemption Value $50,000 $50,000 $50,000 Year 2017 2016 2015 Taxable Value 1 $117,144 $113,7671 $112,570 Land Value $362,230 $337,476 $306,947 School Board i Building Value $148,666 $148,666 $148,666 Exemption Value $25,000 $25,000 $25,000 XF Value $706 $717 $572 Taxable Value $142,144 $138,707 $137,570 .�...........................v.....W.. ._.r .....................__...... __----------- Market Value $511,602 $486,859 $456,185 City Assessed Value $167,144 $163,707 $162,570 Exemption Value $50,000 $50,000 $50,000 Taxable Value $117,144 $113,707 $112,570 Benefits Information Regional Benefit Type 2017 2016 2015 Exemption Value $50,000 $50,000 $50,000 Save Our Homes Assessment $344Taxable Value $117,144 $113,707 _ $112,570 Cap Reduction ,458 $323,152 $293,615 i Homestead Exemption 1 $25,000 $25,000 $25,000 Sales Information Second Previous Sale Price OR Book-Page Qualification Description Homestead Exemption tf!,000 $25,000 $25,000 06/01/1982 $104,000 11457-0037 Sales which are qualified ........................ J Note:Not all benefits are applicable to all Taxable Values(i.e.County, 08/01/1979 $85,500 10503-0540 Sales which are qualified School Board,City,Regional). 04/01/1977 $50,000 00000-00000 1 Sales which are qualified Short Legal Description 553 42 I � 1 BELVIDERE PARK PB 16-71 LOT 8&W3T5FT LOT 7 BLK 3 LOT SIZE IRREGULAR OR 11457-37 0682 1 The Office of the Property Appraiser is continually editing and updating the tax roll.This website may not reflect the most current information on record.The Property Appraiser and Miami-Dade County assumes no liability,see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp Version: https://www.miamidade.gov/propertysearch/ 5/21/2018 Certificate ®f Product Ratings AHRI Certified Reference Number:8215493 Date;05-21-2018 Model Status:Active AHRI Type:SP-A Series:R410A AC SPP Outdoor Unit Brand Name:BRYANT HEATING AND COOLING SYSTEMS { Outdoor Unit Model Number (Condenser or Single Package):PA4ZNA048000--"' Region: All(AK,AL,AR,AZ,CA,CO,CT,DC,DE,FL,GA,HI, ID,IL,IA,IN,KS,KY,LA,MA,MD,ME,MI,MN,MO,MS, MT,NC,ND,NE,NH,NJ,'NM,NV,NY,OH,OK,OR,PA,RI,SC,SD,TN,TX,UT,VA,VT,WA,WV,WI,WY,U.S. Territories) ' Region Note; Central air conditioners manufactured prior to January 1,2015 are eligible to be installed in all regions until June 30,2016.Beginning July 1,2016 central air conditioners can only be installed in region(s)for which they meet the regional efficiency requirement. The manufacturer of this BRYANT HEATING AND COOLING SYSTEMS product is responsible for the rating of this system combination. r, Rated As follows in accordance-with the latest edition of ANSI/AHRI 210/240 with Addenda 1 and 2,Performance Rating of Unitary Air-Conditioning&`Air Source Heat Pump Equipment and subject to rating accuracy by AHRI-sponsored,independent,third parry testing:, . ' " 17 r 1', Cooling Capacit)�(A2) `Single or High Stage,(95F),btuh:47W0 r Lr ^T 71:--, y SEERI:14.00 EER(A2)-Single or High Stage(95F) :11.50 UU HM il 63k I 4 F I t i TActive"Model Status are those that an AHRI Certification Program Participant is currently producing AND selling or offering for sale;OR new models that are being t marketed but are not yet being produced"Production Stopped"Model Status are those that an AHRI Certification Program Participant is no longer producing BUT is still selling or offering for sale. Ratings that are accompanied by WAS indicate an involuntary re rate. The new published rating is shown along with the orevious(i.e.WAS)rating. DISCLAIMER ' AHRI does not endorse the product(s)listed on this Certificate and makes no representations,warranties or guarantees as to,and assumes no responsibility for, the product(s)listed on this Certificate.AHRI expressly disclaims all liability for damages of any kind arising out of the use or performance of the product(s),or the unauthorized alteration of data listed on this Certificate.Certified ratings are valid only for models and configurations listed in the 'directory at www.ahridirectory.org. .,TERMS AND CONDITIONS This Certificate and Its contents are proprietary products of AHRI.This Certificate shall only be used for individual,personal and ,confidential reference purposes.The contents of this Certificate may not,In whole or in part,be reproduced;copied;disseminated; entered Into a computer database;or otherwise utilized,in any form or manner or by any means,except for the user's individual, u 'personal and confidential reference. AIR-CONDITIONING,HEATING, CERTIFICATE VERIFICATION &REFRIGERATION INSTITUTE The information for the model cited on this certificate can be verified at www.ahridirectory.org,click on"Verify Certificate"link we make life better- and enter the AHRI Certified Reference Number and the date on which the certificate was issued, 'which Is listed above,and the Certificate No.,which Is listed at bottom right. ©2018Air-Conditioning, Heating,and Refrigeration Institute FERTIFICATENO.: 131713891891329963 1 1 -- ENGINEERING Technical Evaluation Report ;�.. EXPRESS' DIVISION: 23 08 00—COMMISSIONING OF HVAC ✓� E.%.P.E.R.T.(Engineering Express Product Evaluation Report) THIS DOCUMENT CONTAINS(7)PAGES:THE FIRST PAGE MUST BEAR AN ORIGINAL SIGNATURE &SEAL OF THE CERTIFYING PE TO BE VALID FOR USE 16'O SW 12TH AVE SUITE 106, DEER=IELD BEECH,FL 33442 } (954)354-0660 1 ENcwEERINGExPREss.COM (Issued January 1, 2018 Subject to Renew July 1, 2019) (or next code cycle change) TER-16-3190.13 , Florida Building Code Sixth Edition(2017) r REPORT HOLDER: 10 CARRIER ENTERPRISE OF FLORIDA / _ i 2000 PARKS OAKS AVE ORLANDO, FL 33428 USAa; - alr (954) 247-2003 1 FL.CARRIERENTERPRISE.COfVI SCOPE OF EVALUATION(compliance with the following codes): �e r( i}i _ : THIS IS A STRUCTURAL (WIND) PERFORMANCE EVALUATION ONLY. NO ELECTRICAL OR TEMPERATURE PERFORMANCE RATINGS OR CERTIFICATIONS ARE OFFERED OR IMPLIED HEREIN. too x�. �,� } 10-� !�y !�' �• �. ;.. This Product Evaluation Report is being issued in accordance with the requirements of the Florida Building Code Sixth Edition(2017)per FBC Section '10411.1.1.1, FMC 301.15, FBC Building Ch. 16, ASCE-7-10, FBC NOTE: GRAPHICAL DEPICTIONS IN THIS REPORT ARE FOR Existing Building sections 707.1, 707.2, FBC Building 1522.2, and FBC ILLUSTRATIVE PURPOSES ONLY AND MAY DIFFER IN APPEARANCE Residential M1202.1, M1301.1, FS 471.025, including Broward County 1 Administrative Provisions 107.3.4. The product noted on this report has UNIT CASING MATERIAL: been tested and/or evaluated as summarized herein. 0.86mm galvanized sheet steel ASTM A653 EDDS cold rolled steel for IN ACCORDANCE WITH THESE CODES EACH OF THESE removable top panel. 1.14mm galvanized sheet steel ASTM A653 EDDS REPORTS MUST BEAR THE ORIGINAL SIGNATURE & RAISED cold rolled steel for base pan.0.86mm galvanized steel sheet ASTM A653 ctor louvers and panels, secured with #i0 16 sheet metal SEAL OF THE EVALUATING ENGINEER. for side prote screws into top and base pan. SUBSTANTIATING DATA t INSTALLATION: Product Evaluation Documents ,Substantiating documentation has been submitted to support this TER and Shall follow manufacturer specifications as well as the information provided herein. is summarized in the sections that follow. Structural Engineering Calculations STRUCTURAL PERFORMANCE: Structural engineering calculations have been prepared which evaluate the Models referenced herein are subject to the following design limitations: product based on comparative and/or rational analysis to qualify' the ASCE7-10 Exposure Category C, Risk II following design criteria: Up to and including 175mph(Null)for up to 200' MRH". HVHZ"' 4 • Maximum allowable unit panel wind pressure connection Up to and including 170mph (Vult)for up to 250' MRH'". HVHZ"' integrity Up to and including 200mph(Vult)for up to 56' MRH". Non-HVHZ"' • Maximum allowable uplift, sliding, & overturning moment Ground or Roof Application per installation instructions for ground and roof applications "Mean Roof Height'**High Velocity Hurricane Zone Maximum Rated Wind Pressure: Calculation summary for this TER is provided in the forces summary !aoie. No 33% increase in allowable stress has been used in the 193psf Lateral, 93psf Uplift (less Dead Load) desicn'of this product. Microsoft Excel was used to carry out the 'calculations present in this report. Site specific wind analysis may produce alternate limitations provided maximum rated wind pressure is not exceeded. INSTALLATION: ORIGINAL SIGNATURE AND RAISED SEAL The product(s) listed in this report shall be installed in strict compliance .with this TER & manufacturer-provided model specifications. OR DIGITAL SEAL REQUIRED TO BE VALID PER CODE: The product components shall be of the material specified in the manufacturer-provided product specifications.All screws must be installed Ir. accordance with the applicable provisions & anchor manufacturer's puollsned Installation instructions. January 12 2018 I LIMITATIONS & CONDITIONS OF USE: Frank L. Bennardo, P.E., SECB O'Signed by If Checked: Use of this product shall be in strict accordance with this TER as noted ENGINEERING EXPRESS® Gordon DiBattisto, PE herein. See final page for complete limitations and conditions of use. . FL PE #0046549 FLCA#9885 FL PE #92328 OPTIONS: NOTICE:IF THIS PAGE DOES NOT CONTAIN AN ORIGINAL SIGNl:TURE&ENGINEER SEAL: T(115 eVo l:aaOn IS Valid for all CARRIER model families SOZPC, SOZHC, IF THERE ISA DIGITAL S!GNATURE ON P.AGE'-,THIS DOCUMENT IS PART OF A DIGnALLY 50VL r.. SIGNED FILE,SHALL REMAIN IN DIGITAL FORMAT&PRINTED COPIES OF THIS DOCUMENT 50VL-6. 50VL-C. 50VT-B, 50VT-C, 50VG-A, 50VR-A, capacities 3O, 36. 42. 4�5, 6O. Unit Model example: SOVT C48. ARE NOT CONSIDERED SIGNED AND SEA'',FD.IF THERE IS NO DIGITAL SIGNATURE ON PAGE =4 1 OR THIS PAGE DOES NOT CONTAIN AN ENGINEER'S ORICINC L SIGNATURE&SEAL.THIS DOCUMENT IS A COPY/DRAFT. _ `FINISH: Faked enamel. Copyright X12018 C-nymE eririg Expr_ss`' : Funk L Rent,ardo.PE,Inc.All Rignis Reservec The FEC 6"Edition(2017)defines APPROVED SOURCE(Section 202j as "An independent person,firm or corporatior,approved by Ine widing onG€I.m,:c,is co!me;Frd eno cxperlencec In;nc ac.iKe:C^ maie'ia'.S.olethods or systems analyses'Fnalneerino Expfess0 ofcfessbnals meet the Competency fequlremenis as defined til Ute raC acc(:jn�t8i mei!'wcrl..Enalnte'inc :L55c .r._oco-.,cur,c ane provi a eny.neenne evaluations of single-element anc full-scale building systems tests. } 1 t - t { }15. GE UNITS Engineering Express® TER-16-3190.13 �q"CKA t Sf:MCTION 3 PRODUCT ROOF INSTALLATION t, Package Unit TIE-DOWN CLIP (ROOF APPLICATION) BMP Clips 2' wide ASTM A283 Roof Structure/ (Grade D)steel 0.1`13'thick of varying p substrate(steel, 0 length for all cabinets tied down to a roof structure (roof stand) or 4a% aluminum see o equivalent clips; fasten cup to schedule below) O structure using (2) anchor from r " r�—�° Anchor Schedule to Host Structure I(i / O O O Table and(4)#12 SAE Grade 5 sheet ` O O metal screw to fasten clip to unit base pan. Install in unit with quantities shown in Tie-down Strap & Clip - � \• ` ���- -� Tie-down cable.See O Schedule.Locate clips at 2'min from the appropriate comer. tables below for o 0 o BMP pan number TD-042. specifications Tie-down clips location. See tables below for specifications Tie-down Cable Type:(for roof applications) TIE-DOWN CABLE&CLIP SCHEDULE 1.- 7x7 Galvanized cable for industrial application or any cable configuration that meets Unit Roof Tie-down Cable Cable WLL Screw Curb/ Tie-down or exceeds WLL(Working Load Limit)specified. Models+ Height* Cable Diameter (Its) Unit Rail dips 2,- Minimum edge distance 3" from the unit comers. Up to 200' (1)B @2-1/8" 4 3.-Tie-down cable shall be wrapped around the Table 1 (2501) 2 1/4" 1220 unit and roof stand rail,and shall be tightened to I a snug fit using the turnbuckle. * The value shown In parentheses indicates the allowable roof height in 170mph conditions.i.e.200' 4.- Provide two cables per unit and one turnbuckle per Cable,installer Shall verify that the (250')indicates an allowable roof height of 200'for 175mph or 250'for 170mph Vult, capacity of the tum buckle meets or exceeds + See tables on last page for cabinet classification. cable Capacity. 6.- Neoprene pad shall be placed between the ANCHOR TO HOST STRUCTURE SCHEDULE cable and the cabinet to prevent distortion. Anchor Type Anchor Types to Host Structure: , A.—1/4"SAE Grade 5 screw minimum 112"from edges Unit Roof 1/8" Min 53 with nut and washer OD 0.75" Models" Height* A36 Steel 6061-T6 Steel Curb Aluminum B.—#12 Stainless Steel 410,Self-drilling screw,no less 1 than'W long. Up to 200' Notes: Table 1 (250') A A B 1.-Minimum steel curb thickness 18ga. PANEL INTEGRITY AddRional l Additional ; Screws reinforcement Notes: Unit Roof 1.Calculations performed according to the information provided by the client. Models Height* Panel Name Required required• re q Cabinets were assumed solid(0%porosity)for shear and tension calculation (pa) beyond original purposes. manufacturing 2.Screw quantitles were checked to reinforce unit panels as needed.They r TOP PANEL 0 shall be spaced evenly throughout the panel bottom part,validating that the screw joins the panel with the supporting element (base panel, for more PANELA 2 details see last page). Screw sizes, quantities on panel, and panel PANEL B 0 characteristics are according to client's description. Up to 200' PANEL C 4 3.Additional screws shall be at least#10 SS 410. Table 1 (250') PANEL D 4 Yes 4.For panel G,strap be shall be no less than 16ga. 5.Installer shall insulate dissimilar metals. PANELE 0 PANELF2 i PANELG Seedetail8 ENGINEERING EXPRESSO 160 SW 12TH AVE.SUITE 106 DEERFIELD BEACH,FL 33442 Page 4 of 7 (954)354-0660 ENGINEERINGEXPRESS.COM k L.Ba ht®2018 EngineeringcAllRights is Reserved Frank L.Bennardo PE,Inc.All Rights Reserved